Determination of Site Classification Method in the Korean Peninsula Based On NYCDOT2008(2008 New York City DOT Seismic Design Guidelines)

NYCDOT2008 기준을 이용한 국내 지반의 지반분류방법 결정

  • Kang, Ho-Deok (Research & Development Institute, LOTTE Engineering & Construction) ;
  • Kim, Ki-Sang (Republic of Korea NAVY) ;
  • Sun, Chang-Kuk (Korea Institute of Geoscience and Mineral Resources) ;
  • Kim, Myung-Mo (Dept. of Civil & Environmetal Engineering, Seoul National University)
  • 강호덕 (롯데건설(주) 기술연구원) ;
  • 김기상 (대한민국 해군) ;
  • 선창국 (한국지질자원 연구원 지질연구센터) ;
  • 김명모 (서울대학교 공과대학 건설환경공학부)
  • Published : 2010.03.25

Abstract

In the current Korean seismic design guide, the site classification and the corresponding site coefficients were determined based on the UBC-1997 (Uniform Building Code). In order to develop the current site classification system, it is important to compare the local site conditions in Korea to other countries which have similar seismic design guides. In the eastern United States, New York City(40degrees 45minutes north latitude, 73degrees 59minutes west longitude) suggested that current design guidelines are unsuitable to shallow bedrock depth sites. So the 3-parameter methods are performed for new criteria in New York City. In this study, site response analyses were performed at 181 study sites using one-dimensional equivalent linear to evaluate the site-specific earthquake ground motions at inland areas in the Korean peninsula and reclassify the results according to similar ground motions using the 3-parameter methods. It is effective that multi-parameter methods for Korean site characteristics in comparison with single parameter method.

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